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<br /> STANDARD FORM 330 <br />F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S <br />QUALIFICATIONS FOR THIS CONTRACT <br />(Present as many projects as requested by the agency, or 10 projects, if not specified. <br />Complete one Section F for each project.) <br />20. EXAMPLE PROJECT KEY <br /> NUMBER <br />2 <br /> <br />21. TITLE AND LOCATION (City and State) <br />Stormwater Pump Station at Miami Beach Convention Center <br />22. YEAR COMPLETED <br />PROFESSIONAL SERVICES <br />On-going <br />CONSTRUCTION (If applicable) - <br />23. PROJECT OWNER'S INFORMATION <br />a. PROJECT OWNER City of Miami Beach b. POINT OF CONTACT NAME <br />Luis Soto, P.E. <br />c. POINT OF CONTACT TELEPHONE NUMBER (305) 673-7000 Ext: 6924 <br />24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) <br /> <br />A&P Engineers team, on behalf of the City of Miami Beach, <br />recently finalized the construction of one of its biggest <br />stormwater pump stations. This pump has the capacity to <br />move 80,000 gallons per minute (gpm) and is just one of 80 <br />stormwater pump stations the City will construct within the <br />next 8-10 years in order to combat the tidal events and sea <br />level rise. <br /> <br />As part of this drainage improvement project, a 96” trunk <br />line was also constructed in this initial phase. The pipe was <br />designed as a collector pipe to receive flows from Collins <br />Avenue and the surrounding streets; this will completed in <br />the near future in the final phase. <br /> <br />This design was intended to serve as the prototype for the <br />other pump stations that the City plans to construct in the <br />future. In the initial phase of the pump station, trash racks <br />capture solids that are 1” or larger before the flow reaches <br />the Collins Canal. The remaining flow is split into trains, with <br />a capacity of 40,000 gpm, and is directed to a water <br />treatment structure and then a wet-well equipped with 2 <br />20,000 gpm axial pumps. The pump station has been <br />designed with overflow structures for redundancy and to <br />prevent intrusions from tidal events. This project also saw the construction of a higher seawall, with a minimum top <br />elevation of 5.70’ NAVD, to ensure our design’s resiliency against future conditions. <br />25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT <br />a. (1) FIRM NAME <br />A&P Consulting Transportation Eng. <br />(2) FIRM LOCATION (City and State) <br />Doral, Florida <br />(3) ROLE <br />Prime / Civil Engineering <br />b. (1) FIRM NAME <br /> <br />(2) FIRM LOCATION (City and State) <br /> <br />(3) ROLE <br /> <br />c. (1) FIRM NAME <br /> <br />(2) FIRM LOCATION (City and State) <br /> <br />(3) ROLE <br /> <br />d. (1) FIRM NAME <br /> <br />(2) FIRM LOCATION (City and State) <br /> <br />(3) ROLE <br /> <br />e. (1) FIRM NAME <br /> <br />(2) FIRM LOCATION (City and State) <br /> <br />(3) ROLE <br /> <br />f. (1) FIRM NAME <br /> <br />(2) FIRM LOCATION (City and State) <br /> <br />(3) ROLE <br /> <br />